Analytical study of end-plate connection on cruciform column section
This paper presents an analytical study on flush end-plate (FEP) and extended end-plate (EEP) connections connected to cruciform column section using component method. The objective of this study is to predict the moment resistance and initial stiffness of FEP and EEP connections on cruciform column...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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Penerbit UTM Press
2015
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| Online Access: | http://eprints.utm.my/57823/1/TanBoonCheik2015_AnalyticalStudyofEndPlateConnection.pdf |
| _version_ | 1796860386195013632 |
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| author | Tan, Boon Cheik Shek, Poi Ngian Md. Tahir, Mahmood Mu, Ker Shin |
| author_facet | Tan, Boon Cheik Shek, Poi Ngian Md. Tahir, Mahmood Mu, Ker Shin |
| author_sort | Tan, Boon Cheik |
| collection | ePrints |
| description | This paper presents an analytical study on flush end-plate (FEP) and extended end-plate (EEP) connections connected to cruciform column section using component method. The objective of this study is to predict the moment resistance and initial stiffness of FEP and EEP connections on cruciform column section. A series of FEP and EEP connections are tested in laboratory. The connection tests consist of four FEP and four EEP specimens with different configuration. Component method outlined in the publication of Steel Construction Institute and British Constructional Steelwork Association are based on BS5950 and Eurocode 3 (EC3) are used to predict the moment resistance and initial stiffness of the tested specimens. The experimental results are then used to validate the analytical predictions. As compare to the experimental results, all moment resistance of the connections coincide well with analytical predictions. Analytical prediction for initial stiffness using EC3 does not show good agreement with the experimental results. This study shows that the component method can be used to predict the moment resistance of FEP and EEP connections on cruciform column section. Further study need to be carried out for initial stiffness to obtain accurate analytical representation. |
| first_indexed | 2024-03-05T19:40:35Z |
| format | Article |
| id | utm.eprints-57823 |
| institution | Universiti Teknologi Malaysia - ePrints |
| language | English |
| last_indexed | 2024-03-05T19:40:35Z |
| publishDate | 2015 |
| publisher | Penerbit UTM Press |
| record_format | dspace |
| spelling | utm.eprints-578232021-09-05T03:24:50Z http://eprints.utm.my/57823/ Analytical study of end-plate connection on cruciform column section Tan, Boon Cheik Shek, Poi Ngian Md. Tahir, Mahmood Mu, Ker Shin TA Engineering (General). Civil engineering (General) This paper presents an analytical study on flush end-plate (FEP) and extended end-plate (EEP) connections connected to cruciform column section using component method. The objective of this study is to predict the moment resistance and initial stiffness of FEP and EEP connections on cruciform column section. A series of FEP and EEP connections are tested in laboratory. The connection tests consist of four FEP and four EEP specimens with different configuration. Component method outlined in the publication of Steel Construction Institute and British Constructional Steelwork Association are based on BS5950 and Eurocode 3 (EC3) are used to predict the moment resistance and initial stiffness of the tested specimens. The experimental results are then used to validate the analytical predictions. As compare to the experimental results, all moment resistance of the connections coincide well with analytical predictions. Analytical prediction for initial stiffness using EC3 does not show good agreement with the experimental results. This study shows that the component method can be used to predict the moment resistance of FEP and EEP connections on cruciform column section. Further study need to be carried out for initial stiffness to obtain accurate analytical representation. Penerbit UTM Press 2015 Article PeerReviewed application/pdf en http://eprints.utm.my/57823/1/TanBoonCheik2015_AnalyticalStudyofEndPlateConnection.pdf Tan, Boon Cheik and Shek, Poi Ngian and Md. Tahir, Mahmood and Mu, Ker Shin (2015) Analytical study of end-plate connection on cruciform column section. Jurnal Teknologi, 74 (4). pp. 7-11. ISSN 0127-9696 http://dx.doi.org/10.11113/jt.v74.4602 DOI:10.11113/jt.v74.4602 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Tan, Boon Cheik Shek, Poi Ngian Md. Tahir, Mahmood Mu, Ker Shin Analytical study of end-plate connection on cruciform column section |
| title | Analytical study of end-plate connection on cruciform column section |
| title_full | Analytical study of end-plate connection on cruciform column section |
| title_fullStr | Analytical study of end-plate connection on cruciform column section |
| title_full_unstemmed | Analytical study of end-plate connection on cruciform column section |
| title_short | Analytical study of end-plate connection on cruciform column section |
| title_sort | analytical study of end plate connection on cruciform column section |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://eprints.utm.my/57823/1/TanBoonCheik2015_AnalyticalStudyofEndPlateConnection.pdf |
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